Bridge Statistics for Swannanoa, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 200ft / 61.3mTotal length
- 147,160Total average daily traffic
- 19,596Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Swannanoa
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 11950-1959
- 31960-1969
- 121970-1979
- 21980-1989
- 12000-2009
- 22010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- Bridge Condition - Deck
- 5.6%Excellent
- 44.4%Good
- 38.9%Satisfactory
- 5.6%Fair
- 5.6%Serious
- Bridge Condition - Superstructure
- 5.6%Excellent
- 33.3%Good
- 33.3%Satisfactory
- 16.7%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 5.6%Excellent
- 27.8%Good
- 33.3%Satisfactory
- 27.8%Fair
- 5.6%Poor
- Bridge Condition - Channel
- 62.5%Good
- 31.3%Fair
- 6.3%Poor
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Fair
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Structure Number: 21019, Location: .01 MI.N.JCT.US70 (Lat: 35.602283, Lng: -82.397881), Route carried "on" structure: State highway 2727, Year Built: 1981, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 2,000 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SWANNANOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21019, Location: .01 MI.N.JCT.US70 (Lat: 35.602283, Lng: -82.397881), Route carried "on" structure: State highway 2727, Year Built: 1981, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 2,000 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SWANNANOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210199, Location: .01 MI.E.JCT.SR2428 (Lat: 35.635986, Lng: -82.399625), Route carried "on" structure: Spur State highway 2427, Year Built: 1976, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,000 (year 1996), Truck Traffic: 6%, Average Future Daily Traffic: 4,000 (year 2040), Features Intersected: BEETREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210199, Location: .01 MI.E.JCT.SR2428 (Lat: 35.635986, Lng: -82.399625), Route carried "on" structure: Spur State highway 2427, Year Built: 1976, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,000 (year 1996), Truck Traffic: 6%, Average Future Daily Traffic: 4,000 (year 2040), Features Intersected: BEETREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210202, Location: .05 MI.W.JCT.SR2427 (Lat: 35.631411, Lng: -82.427314), Route carried "on" structure: State highway 2430, Year Built: 2021, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 3,300 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 6,600 (year 2040), Features Intersected: BEE TREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.3m (10.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Aluminum, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210202, Location: .05 MI.W.JCT.SR2427 (Lat: 35.631411, Lng: -82.427314), Route carried "on" structure: State highway 2430, Year Built: 2021, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 3,300 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 6,600 (year 2040), Features Intersected: BEE TREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.3m (10.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Aluminum, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210203, Location: .2 MI.W.JCT.SR2427 (Lat: 35.612628, Lng: -82.427014), Route carried "on" structure: State highway 2416, Year Built: 1928, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,300 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 6,600 (year 2040), Design Load: H 15, Features Intersected: BEETREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210203, Location: .2 MI.W.JCT.SR2427 (Lat: 35.612628, Lng: -82.427014), Route carried "on" structure: State highway 2416, Year Built: 1928, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,300 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 6,600 (year 2040), Design Load: H 15, Features Intersected: BEETREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210204, Location: 0.1 MI.W.JCT.SR2002 (Lat: 35.607944, Lng: -82.443928), Route carried "on" structure: State highway 2416, Year Built: 1965, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 11,000 (year 2040), Features Intersected: SWANNANOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210204, Location: 0.1 MI.W.JCT.SR2002 (Lat: 35.607944, Lng: -82.443928), Route carried "on" structure: State highway 2416, Year Built: 1965, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 11,000 (year 2040), Features Intersected: SWANNANOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210258, Location: .15 MI.E.JCT.SR2724 (Lat: 35.603156, Lng: -82.365172), Route carried "on" structure: US 70, Year Built: 1947, Year Reconstructed: 1967, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 14,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 28,000 (year 2040), Design Load: HS 20, Features Intersected: SWANNANOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210258, Location: .15 MI.E.JCT.SR2724 (Lat: 35.603156, Lng: -82.365172), Route carried "on" structure: US 70, Year Built: 1947, Year Reconstructed: 1967, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 14,000 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 28,000 (year 2040), Design Load: HS 20, Features Intersected: SWANNANOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210307, Location: 1.8 MI.E.JCT.SR2419 (Lat: 35.646022, Lng: -82.447064), Route carried "on" structure: State highway 2426, Year Built: 1962, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 630 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 1,260 (year 2040), Features Intersected: SHOPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210307, Location: 1.8 MI.E.JCT.SR2419 (Lat: 35.646022, Lng: -82.447064), Route carried "on" structure: State highway 2426, Year Built: 1962, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 630 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 1,260 (year 2040), Features Intersected: SHOPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210335, Location: .3 MI.W.JCT.SR2749 (Lat: 35.590125, Lng: -82.438408), Route carried "on" structure: State highway 2843, Year Built: 1974, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 1996), Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUCKEYE COVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 210335, Location: .3 MI.W.JCT.SR2749 (Lat: 35.590125, Lng: -82.438408), Route carried "on" structure: State highway 2843, Year Built: 1974, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 1996), Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUCKEYE COVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 21038, Location: .3 MI.W.JCT.SR2416 (Lat: 35.608017, Lng: -82.419531), Route carried "on" structure: State highway 2432, Year Built: 1975, Status: Posted for load, Structure Length: 6.15m (20.18ft), Average Daily Traffic: 390 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 780 (year 2040), Features Intersected: SWANNANOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21038, Location: .3 MI.W.JCT.SR2416 (Lat: 35.608017, Lng: -82.419531), Route carried "on" structure: State highway 2432, Year Built: 1975, Status: Posted for load, Structure Length: 6.15m (20.18ft), Average Daily Traffic: 390 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 780 (year 2040), Features Intersected: SWANNANOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210428, Location: .03 MI.N.JCT.SR2427 (Lat: 35.633164, Lng: -82.418100), Route carried "on" structure: State highway 2429, Year Built: 1955, Year Reconstructed: 1982, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 200 (year 2040), Features Intersected: BEETREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210428, Location: .03 MI.N.JCT.SR2427 (Lat: 35.633164, Lng: -82.418100), Route carried "on" structure: State highway 2429, Year Built: 1955, Year Reconstructed: 1982, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 200 (year 2040), Features Intersected: BEETREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210479, Location: .05 MI.N.JCT.SR2843 (Lat: 35.591514, Lng: -82.429019), Route carried "on" structure: State highway 2748, Year Built: 1970, Status: Open, Structure Length: 7.95m (26.08ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 15, Features Intersected: I-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 52.1m (170.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 210479, Location: .05 MI.N.JCT.SR2843 (Lat: 35.591514, Lng: -82.429019), Route carried "on" structure: State highway 2748, Year Built: 1970, Status: Open, Structure Length: 7.95m (26.08ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 15, Features Intersected: I-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 52.1m (170.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210481, Location: .05 MI.N.JCT.SR2843 (Lat: 35.594711, Lng: -82.402836), Route carried "on" structure: State highway 2740, Year Built: 1970, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210481, Location: .05 MI.N.JCT.SR2843 (Lat: 35.594711, Lng: -82.402836), Route carried "on" structure: State highway 2740, Year Built: 1970, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210484, Location: .6 MI.E.JCT.SR2760 (Lat: 35.597681, Lng: -82.392539), Route carried "on" structure: Interstate 40, Year Built: 1973, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 42,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 84,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2856
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.141, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 35.0m (114.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 210484, Location: .6 MI.E.JCT.SR2760 (Lat: 35.597681, Lng: -82.392539), Route carried "on" structure: Interstate 40, Year Built: 1973, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 42,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 84,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2856
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.141, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 35.0m (114.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210512, Location: .1 MI.E.JCT.US70 (Lat: 35.600975, Lng: -82.408394), Route carried "on" structure: State highway 2435, Year Built: 2002, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 6,200 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 12,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: SWANNANOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 210512, Location: .1 MI.E.JCT.US70 (Lat: 35.600975, Lng: -82.408394), Route carried "on" structure: State highway 2435, Year Built: 2002, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 6,200 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 12,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: SWANNANOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210596, Location: 0.2 MI.E.JCT.SR2727 (Lat: 35.599208, Lng: -82.392575), Route carried "on" structure: State highway 2728, Year Built: 1986, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 1,400 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO SWANNANOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210596, Location: 0.2 MI.E.JCT.SR2727 (Lat: 35.599208, Lng: -82.392575), Route carried "on" structure: State highway 2728, Year Built: 1986, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 1,400 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO SWANNANOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210661, Location: 1.9 MI.E.JCT.SR2419 (Lat: 35.647278, Lng: -82.445797), Route carried "on" structure: State highway 2426, Year Built: 2014, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 630 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 1,260 (year 2040), Features Intersected: SHOPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210661, Location: 1.9 MI.E.JCT.SR2419 (Lat: 35.647278, Lng: -82.445797), Route carried "on" structure: State highway 2426, Year Built: 2014, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 630 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 1,260 (year 2040), Features Intersected: SHOPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210674, Location: .01 MI.S.JCT.US70 (Lat: 35.593383, Lng: -82.430225), Route carried "on" structure: State highway 2748, Year Built: 1970, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 210674, Location: .01 MI.S.JCT.US70 (Lat: 35.593383, Lng: -82.430225), Route carried "on" structure: State highway 2748, Year Built: 1970, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210686, Location: 0.1MI.W.JCT.SR2002 (Lat: 35.617008, Lng: -82.477681), Route carried "on" structure: State highway 2407, Year Built: 2019, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HL 93, Features Intersected: GRASSY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 210686, Location: 0.1MI.W.JCT.SR2002 (Lat: 35.617008, Lng: -82.477681), Route carried "on" structure: State highway 2407, Year Built: 2019, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HL 93, Features Intersected: GRASSY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 210732, Location: .3 MI.S.JCT.US70 (Lat: 35.596300, Lng: -82.402958), Route carried "on" structure: State highway 2740, Year Built: 1970, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210732, Location: .3 MI.S.JCT.US70 (Lat: 35.596300, Lng: -82.402958), Route carried "on" structure: State highway 2740, Year Built: 1970, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210735, Location: 0.1 MI.E.JCT.SR2856 (Lat: 35.597581, Lng: -82.391622), Route carried "on" structure: State highway 2868, Year Built: 1973, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 200 (year 1995), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO SWANNANOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 210735, Location: 0.1 MI.E.JCT.SR2856 (Lat: 35.597581, Lng: -82.391622), Route carried "on" structure: State highway 2868, Year Built: 1973, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 200 (year 1995), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20+Mod, Features Intersected: UT TO SWANNANOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 27022, Location: 3.1 MI.N.JCT.US321 (Lat: 36.089781, Lng: -81.597956), Route carried "on" structure: State highway 1372, Year Built: 1966, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 310 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 620 (year 2040), Features Intersected: YADKIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 24.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27022, Location: 3.1 MI.N.JCT.US321 (Lat: 36.089781, Lng: -81.597956), Route carried "on" structure: State highway 1372, Year Built: 1966, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 310 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 620 (year 2040), Features Intersected: YADKIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 24.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210481, Location: .05 MI.N.JCT.SR2843 (Lat: 35.594711, Lng: -82.402836), Route carried "under" structure: Interstate 40, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR2740
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 17.955, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 210481, Location: .05 MI.N.JCT.SR2843 (Lat: 35.594711, Lng: -82.402836), Route carried "under" structure: Interstate 40, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR2740
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 17.955, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 210481, Location: .05 MI.N.JCT.SR2843 (Lat: 35.594711, Lng: -82.402836), Route carried "under" structure: Interstate 40, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR2740
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 17.955, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 210481, Location: .05 MI.N.JCT.SR2843 (Lat: 35.594711, Lng: -82.402836), Route carried "under" structure: Interstate 40, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 2019), Truck Traffic: 16%, Features Intersected: SR2740
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 17.955, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 210484, Location: .6 MI.E.JCT.SR2760 (Lat: 35.597681, Lng: -82.392539), Route carried "under" structure: State highway 2856, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,400 (year 2016), Truck Traffic: 7%, Features Intersected: I-40
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 18.135, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 210484, Location: .6 MI.E.JCT.SR2760 (Lat: 35.597681, Lng: -82.392539), Route carried "under" structure: State highway 2856, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,400 (year 2016), Truck Traffic: 7%, Features Intersected: I-40
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 18.135, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)